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Despite the improvements of driveability prediction of piles, many ditficulties ore still encountered with the open ended fubular pile. ln addition to the classical problems, the presense of a column of soil induces a complex phenomena. During the driving. the soil is either coupled to the tube either in friction. This paper presents a case study of a full-scale test. The method SIMBAT developped by the C.f.B. TF is opplied to determine the stotic beoring copacity of a tubular piles and the analysis allows the comprehension of the behaviour of the pile during the driving.

Battage de pieux tubulaires en milieu sableux capacité portante et rôle de la colonne de sol